These suggest values are extracted from many projects' steel base plate standard drawings as such they are highly recommended by the author.

User can turn the diaplay of these suggest values on/off using the menu above or mouse right click pop up menu.

Base Plate Width B
Base plate width B

Base Plate Depth N
Base plate depth N

No of Bolt Line for Resisting Moment
Select No of bolt line for resisting moment as shown below.

No of Bolt Along Outermost Bolt Line
No of bolt along the outermost bolt line, perpendicular to the moment resisting direction as shown below.
The program needs this number to check single anchor bolt's tensile resistance for the mobilized anchor bolt
tensile force caused by moment.

Anchor Rod Corrosion Allowance
Anchor rod may have corrosion issue if it is exposed to exterior or extreme environmental
conditions.

If Yes is selected, anchor rod effective area Ase will be reduced by
taking 1/8" (3mm) off from anchor rod diameter

Min Plate Thickness for Rigidity
This input is used to ensure min. plate thickness for rigidity as the concrete bearing pressure is assumed to be linear in the design.

If Yes is selected, the min. plate thickness will be the max. of m/4 and n/4 ( m and n are plate overhangs in two directions )